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Waste Water Engineering

Waste Water Engineering
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

200 ppm
50 ppm
100 ppm
150 ppm

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Waste Water Engineering
No treatment of the sewage is given if dilution factor is

Between 150 to 200
Less than 150
Between 200 to 300
More than 500

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Waste Water Engineering
In a trickling filter

Biological action is used
Both A and B
Neither A nor B
Filtration process is used

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Waste Water Engineering
Hazen’s formula VS = 418 (GS – Gw)d [(3T + 70)/100] is used for the settlement velocity of the particles of diameter

Less than 0.1 mm
Less than 0.01 mm
Greater than 0.1 mm
Less than 0.05 mm

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Waste Water Engineering
In very first stage of decomposition of the organic matter in sewage

Carbondioxide is formed
Nitrites are formed
Ammonia is formed
Nitrates are formed

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Waste Water Engineering
If the diameter of a sewer is 150 mm, the gradient required for generating self cleansing velocity, is

1 in 100
1 in 120
1 in 60
None of these

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